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HomeMy WebLinkAboutSite planBENCHMARK:\ AC CondensersWackup Genesator —\we \NAND\ Top of Concrete Bound X EL=47.0+(NAVD1988 Datum)\PARCEL 27 3 Area=35,284 SF+ PROPOSED RE-CONFIGURED GRAVEL DRIVEWAY,440 SF+EXPANSION Existing Gravel Driveway/Parking &Area CB FND' OUT.B®a O.“A \ DETAIL:>A DB SCALE:1"=10' |=————COASTAL BANK ———=}~=—COASTAL BEACH —=}~=———LAND UNDER OCEAN ———= REMAINDER OF SLOPE NOT SHOWN N MHW Me MLW EXISTING FIXED LANDING 20 9)EXISTING GRADE -=-} .i Die,~JEXISTING FIXED LANDINGprNON/————fi AR Sri Eereihmsbiensis 10 TOP OF CAP =8 NAVD8S —a i a SI SabiNOREPm|e fe Bt in nse mee a psPROPOSEDBACKFILL;©||{v |=MHW=1.6'NAVDS8 wi AMOUNT VARIES ALONG HE 8’0 sLope i alla K —_~5 A 2"x8" CAP TOP VIEW 0 20 LU 40 60 (ALTERNATE) SECTION A-A ELEVATION DETAIL 5 25 :5 10 20 SCALE:1"=10' SITE PLAN (2)3"X 8"P.T.CAP; ~~ W/J GALV.BOLTS @ 3 0.C.(TP) %"GALV.LAG BOLTS @ 3 0.C.(TYP)(ALTERNATE WTH CAP THRU-BOLTS (TYP) (2)3"X 6"P.T.CAP SUPPORTS;W/J GALV. BOLTS @ 3'0.C.(TYP) SHOREGUARD CL 9900 SHEETING (TYP) BULKHEAD CAP DETAILer—SCALE:1"=2' Sued 1500 40 dol ) FOLLOW4OR;SEENOTES Re a Pd )ROUTETOCESS ngADDLE"IN Exi ting Wood (EXISTING AND PROPOSED) 0 10 20 40a120 —F 2s]==TT¢8”X 8”||ANCHOR WALE 2"X 6”FF{{> [TTT rq I4 BACK WALE PROPOSED SHOREGUARD /he /CL 9900 VINYL SHEETING,: 16"LONG PROPOSED 3%"THRU-BOLTS; 2'0.C.(TYP) PROPOSED CHANCE HELICAL: ANCHORS;6’SPACING,(TYP) FEMA FLOOD ZONE AEEL=11.0 PER FLOOD MAP:25001C0583) EFFECTIVE DATE:7/16/2014 15°I =fAMAX~~!1"THREADED 1"DOCK WASHERS ROD ADAPTER CONSTRUCTION NOTES: 1.THE SCOPE OF WORK FOR THIS PROJECT IS TO CONSTRUCT A RESIDENTIAL GARAGE ON THE PROPERTY AND CONSTRUCT A VINYL BULKHEAD AT THE BASE OF THE BANK SLOPE TO HALT EROSION AT THE BASE OF THE BANK.THE BULKHEAD WILL BE SET AT THE SAME ELEVATION AS THE LOWER LANDING DECKING.FIBER ROLLS WILL BE INSTALLED AT THE RETURNS TO PREVENT FLANKING.THERE ARE A TOTAL OF 167 TREES ON THE SITE.THERE ARE 60 TREES PROPOSED FOR REMOVAL ON THE PROPERTY.SOME OF THE TREES ARE HAZARD TREES,AND OTHERS ARE BEING REMOVED TO ALLOW THE GARAGE CONSTRUCTION,AND TO ALSO INCREASE LIGHT TRANSMISSION AND PROMOTE UNDERSTORY GROWTH.SEE ADDITIONAL PLAN SHEETS FOR SKETCH PLAN OF TREE LOCATIONS. 2.ELEVATIONS REFER TO NAVD 88.CONTACT SHOREFRONT CONSULTING OR J.M.O’RIELLY FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 3.CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY.THE BULKHEAD MUST BE INSTALLED BEFORE THE GARAGE IS CONSTRUCTED TO ALLOW ACCESS TO THE BOTTOM OF THE SLOPE.SOME TEMPORARY MINOR GRADING IS REQUIRED TO ESTABLISH THE ACCESS.ACCESS ROUTE SHALL BE REGRADED AND PLANTED WITH SURROUNDING MATCHING PLANT SPECIES TO RESTORE THE AREA TO PRECONSTRUCTION CONTOURS AND VEGETATION. 4.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT,THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 5.THE BULKHEAD INSTALLATION SHALL BE ACCOMPLISHED FROM THE SHORELINE BY THE APPLICANT,OR FROM A WORKING BARGE IF A CONTRACTOR IS CHOSEN.THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND.AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE RIVER BOTTOM.THE BULKHEAD SHALL FOLLOW THE BOTTOM OF THE BANK AS CLOSE AS PRACTICAL,BUT WITH MINIMUM BENDS AS SHOWN. 6.MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE.WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 7.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION.ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 8.THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 9.IF A CONTRACTOR IS USED FOR THIS PROJECT,THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10.ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL,UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 12.CLEAN SAND FILL SHALL BE USED BEHIND THE BULKHEAD,LEAVING A MINIMUM OF 6 INCHES OF CLEARANCE TO THE TOP OF THE BULKHEAD. 14.VINYL SHEETING SHALL BE SHORE GUARD CL-9900,OR EQUAL,WITH A MINIMUM SECTION MODULUS OF 20.SHEETING SHALL BE 16—FOOT LONG SHEETS,AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTOFF.IF DESIGN EMBEDMENT CAN NOT BE REACHED,SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING.BULKHEAD SHALL NOT BE EXPOSED MORE THAN 6 FEET TO ALLOW FOR ANY FUTURE EROSION,AND IN NO CASE MORE THAN 8 FEET.BULKHEAD HEIGHT CAN BE LOWER AT APPLICANT'S OPTION ALONG THE AREA SOUTH OF THE DOCK. 15.REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 8’ENGINEERED VINYL BULKHEAD”,BY SHOREFRONT CONSULTING, AND STAMPED BY MARK MCKENZIE,P.E.,DATED 12/12/12 FOR BULKHEAD DETAILS.THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO LONGER AVAILABLE.THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16.4;THEREFORE,THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED.OTHER DEVIATIONS FROM THE STAMPED DESIGN PLAN INCLUDE SHORTER ANCHOR SPACING FROM 7’TO 6’, AND SUBSTITUTION OF THE ANCHOR WALE FROM A 6”x8”TO AN 8"x8”.ALL SUBSTITUTIONS SERVE TO MAKE THE WALL EASIER TO BUILD,AND STRONGER. 16.PROVIDE A FIBER ROLL "SOFT RETURN”ON BOTH ENDS AS SHOWN.UTILIZE JUTE NETTING OVER AND ABOVE THE FIBER ROLLS FOR SLOPE STABILITY AND ANY PLANTINGS.FIBER ROLLS SHALL BE 20”DIAMETER,AND ANCHORED. 17.THERE ARE APPROXIMATELY 4 TREES AND/OR STUMPS ALONG THE TOP EDGE OF THE SCARP THAT INTERFERE WITH SHEETING INSTALLATION AND SHALL BE REMOVED. FIBER ROLL RETURN FOR EXAMPLE ONLY;NOT TO SCALE TOP OF WALL SHALL BE NO MORE THAN 10°ABOVE EXISTING GRADEHemeGRADE PROPOSED CAP;SEE DETAIL PROPOSED CONT.GREENHEART 8 x 8”ANCHOR WALE 20"MINIMUM EMBEDMENT BEHIND EXISTIN GRADE;ANCHOR SHALL DEVELOP 18K MIN. PROPOSED CONT.P.T. 2"X 6°BACK WALE 24 y Yarmouth, NOT TO SCALE CERTIFICATE 32679B SHEET 2 DEED BOOK 29329 PAGE 238 ASSESSORS'MAP 111 PARCEL 27 LEGEND B EXISTING CONTOUR——32 PROPOSED CONTOUR X12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE —OH —OVERHEAD UTILITY LINE ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM S STEP LND WOODEN LANDING 0s OUTDOOR SHOWER job UTILITY POLE ©FIRE HYDRANT 3:LIGHT POST CONCRETE BOUND,FOUND ——y 7 TOP OF BANK —————FENCE EDGE OF CLEARING MEAN HIGH WATER PROPERTY LINE LIMIT OF ACCESS SURVEY NOTES: RECORD OWNER: RIDHARD J.AND ELLEN M,MELLO 140 BLUE ROCK ROAD SOUTH YARMOUTH,MA 02660 ASSESSORS MAP 111,PARCEL 97 DEED REFERENCE! BOOK 29329,PAGE 238 LC.PLAN 32679B,SHEET 2 PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY J.M O'REILLY AND ASSOCIATES,INC AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED AND SURVEYED BY J.M.O'REILLY AND ASSOCIATES,INC. DATUM FOR ALL ELEVATIONS =NAVD 88 MEAN HIGH WATER =1.6"NAVD 88 - MEAN LOW WATER =—1.3"NAVD 88 THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW RICHARD J.&ELLEN M MELLO 140 BLUE ROCK ROAD,SOUTH YARMOUTH,MA 02664 NEW 1 1/2"CHANCE HELICAL SCREW ANCHOR PROPOSED SITE PLAN SHOWING THE PROPOSED GARAGE AND BULKHEAD TYPE SS5 1%"X 5°WITH 8”&10”FLIGHTS ©6'-0"0.C.MAXIMUM.ANCHOR feed »Z6+| BULKHEAD PLAN VIEW DETAIL—SCALE:1"=2' PENETRATION SHALL BE 20°,AND DEVELOP 18 KIPS MINIMUM ANCHOR FORCE PER ANCHOR BULKHEAD ELEVATION DETAIL Pe pa EXISTING GRADE —"" oF PROPOSED SHOREGUARD CL 9900 VINYL SHEETING,16 FEET LONG 25 0 2.5 5 10 SCALE:1"=5' 0 20 40 60mS—SCALE 1"=20" G:\AAJobs\Mello -8830 -140 Blue Rock Rd S.Yarmouth\dwg\8830.PROPOSED SITE PLAN.dwg (508)896-6601 Office J.M.O'REILLY &ASSOCIATES,INC. Professional Engineering &Land Surveying Services 1573 Main Street —Route 6AP.0.Box 1773 Brewster,MA 02631 (508)896-6602 Fax SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT,MA.02639 (508)280-8046 WWW.SHOREFRONTCONSULTING.COM DATE: 1-26-2023 SCALE:BY: As Noted jmo CHECK:|JOB NUMBER: JMO|JMO-8830